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Sales Tax 09-LR101221IIII GEOTECHNICML ..o Acct ID: 1770 Report Date: 12/21/2010 Project: Heartz Road Location: Heartz Road Consulting Engineering * Ceotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C10 -1013 Date Sampled: 12/16/2010 Sampled By: Hanks, Marvin By Order Of: Cruz w /RKM Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96054 Test Method: See Below TEST RESULTS Report No: 96054 Page 1 of 3 Set: 1 of 3 Material: CONCRETE Number of Specimens: 4 Location: N.bound Heartz Rd, station 1 +95 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) Comments A 4 6.00 28.27 100,450 Type 2 Lab 3,550 3,550 B 7 6.00 28.27 Lab C 28 6.00 28.27 Lab D 28 6.00 28.27 Lab _....� �._....._. , ...... i L ...I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/17/2010 Slump: 4.5 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.1% Source /Sampled At: Truck / Center Time Sampled: 9:05 am Plant: Redi -Mix Temp.: Ambient: 43 °F Mix: 54 °F Mix Code: 1 OL11504 Truck/Ticket No: N/A / 25279300 Quantity Represented: 10 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and 0138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. GROUr Acct ID: 1770 Report Date: 12/21/2010 Project: Heartz Road Location: Heartz Road Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C10 -1013 Date Sampled: 12/16/2010 Sampled By: Hanks, Marvin By Order Of: Cruz w /RKM Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96054 T est Method: See B TEST RESULTS Report No: 96054 Page 2 of 3 Set: 2 of 3 Material: CONCRETE Number of Specimens: 4 Location: N.bound Heartz Road at 117 Heartz Rd Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in 2) (Ibs) Break Type Loc (PSI) (PSI) Comments A 4 6.00 28.27 114,100 Type 1 Lab 4,040 4,040 B 7 6.00 28.27 Lab C 28 6.00 28.27 Lab D 28 6.00 28.27 Lab Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/17/2010 Slump: 4.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.5% Source /Sampled At: Truck / Center Time Sampled: 10:47 am Plant: Redi -Mix Temp.: Ambient: 45 °F Mix: 56 °F Mix Code: 1 01_1 1504 Truck/Ticket No: N/A / 25279439 Quantity Represented: 110 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: Mr. Keith Marvin: P.E. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. FILLIMICE G EOTECHNICIfiL GROur Acct ID: 1770 Report Date: 12/21/2010 Project: Heartz Road Location: Heartz Road Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C10 -1013 Date Sampled: 12/16/2010 Sampled By: Hanks, Marvin By Order Of: Cruz w /RKM Order Number: 1770 Client: The City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96054 Te M See Below TEST RESULTS Report No: 96054 Page 3 of 3 Set: 3 of 3 Material: CONCRETE Location: N.bound Heartz Rd at 133 Heartz Rd Maximum Spec Age Tested Diameter Area Nor (days) (in) (in') A 4 6.00 28.27 B 7 6.00 28.27 C 28 6.00 28.27 D 28 6.00 28.27 Lab Type 1 Specification: 3,600 psi @ 28 days Date Received: 12/17/2010 Curing Method: Standard Time Sampled: 12:49 pm Temp.: Ambient: 50 °F Mix: 56 °F Load (Ibs) Break Type 107,675 Type 2 Number of Specimens: 4 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 4.5 Inches Transported By: Redi -Mix Air Content: 4.6% Source /Sampled At: Truck / Center Plant: Redi -Mix Mix Code: 101_11504 Truck/Ticket No: N/A / 25279542 Quantity Represented: 210 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E, (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group f � k , Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Average Cure Strength Strength Loc (PSI) (PSI) Comments Lab 3,810 3,810 Lab Lab Lab Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 4.5 Inches Transported By: Redi -Mix Air Content: 4.6% Source /Sampled At: Truck / Center Plant: Redi -Mix Mix Code: 101_11504 Truck/Ticket No: N/A / 25279542 Quantity Represented: 210 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E, (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group f � k , Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. IIII III GROUr Acct I D: Report Date Project: Location: 1770 Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C10 -1013 12/21/2010 Heartz Road Inlet depressions and manhole tops along S.bound Heartz Dr Date Sampled: 12/13/2010 Sampled By: Hanks, Marvin By Order Of: Ricardo Order Number: 1770 Number of Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95893 Material: CONCRETE Test Method: See Below Quantity Represented: Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39, Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. TEST RESULTS Report No: 95893 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (Ibs) Break Type LOG (PSI) (PSI) Comments A 7 6.00 28.27 132,005 Type 1 Lab 4,670 4,670 B 28 6.00 28.27 Lab C 28 6.00 28.27 Lab D HOLD (see remarks) - I .._... -J ............ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 12/14/2010 Slump: 4.0 Inches Transported By: Redi -Mix Curing Method: Standard Air Content: 4.2% Source /Sampled At: Truck / Center Time Sampled: 1:10 pm Plant: Redi -Mix Temp.: Ambient: 47 °F Mix: 56 °F Mix Code: 1 01_1 1504 Truck/Ticket No: N/A / 25277885 Quantity Represented: Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39, Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. GEOTECHNICtIlL Acct ID: 1770 Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C10 -1013 Report Date: 12/21/2010 Previously Reported: 11/29/2010 Project: Heartz Road Location: Southbound right lane of Heartz Rd. at Station 6 +50 and 4 +00 Date Sampled: 11/22/2010 Sampled By: Whitney, Steve By Order Of: Cruz Order Number: 1770 Quantity Represented: 7 cu. yds. at 7 cu. yds. placed of a 7 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or 0173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group r , Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Number of Client: The City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95144 Material: Concrete Test Method: See Below TEST RESULTS Report No: 95144 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (days) (in) (in') (lbs) Break Type Loc (PSI) (PSI) Comments A 4 6.00 28.27 109,960 Type 2 Lab 3,890 3,890 B 7 6.00 28.27 114,560 Type 1 Lab 4,050 4,050 C 28 6.00 28.27 137,365 Type 2 Lab 4,860 D 28 6.00 28.27 1 Type 2 Lab 4,870 ] ( 4,88 ) 0 1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 3,600 psi @ 28 days Date Received: 11/23/2010 Slump: 5.0 Inches Transported By: LMC Curing Method: Standard Air Content: 3.5% Source /Sampled At: Truck / Center Time Sampled: 10:20 am Plant: 6 Temp.: Ambient: 72 °F Mix: 77 °F Mix Code: 8097 Truck/Ticket No: 7008 / 6381105 Quantity Represented: 7 cu. yds. at 7 cu. yds. placed of a 7 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or 0173, C1064 and C138. Compressive strength tests per ASTM C39. Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy) 1 -cc The City of Coppell Attn: Rhonda Adloo 1 -cc The City of Coppell Attn: Mr. Rick O'Dell Respectfully Submitted, Alliance Geotechnical Group r , Perry C. Kakara, Sr. Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.